WIDENING AND STRENGETHENING OF CHITVISHRAM TO AHRAURA BAJAR ROAD ON BHANDARI DEVI MANDIR WITH 5 YEAR MAINTANANCE

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Construction of embankment with ordinary soil obtained from borrowpit with all lifts and lead up to 2 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2..including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Scrapping of old Painted surface including disposal of all scraped material to a distance of 30m as directed by E/I.as per SOR, SI No.772.including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.as per clause.200.2 of MORT&H .including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Relaying and consolidation of Usable dismenteled material after raising of embankment/subgrade.as per SI No.755 of SOR. For Cut Stone/Bitumens Surface including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in chrage

Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections..including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Construction of granular sub-base by providing close graded material grade-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as persr no 4.1B and clause 401..including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.[WMM] sr no 4.14 morth specification 406 A.including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Sr no 5.10 morth specificatoin no 502 A .including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Grading-1.including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Providing and applying Tack coat with bitumen Pressure distributor at the rate of 0.20 kg per sqm with Bitumen VG-10 on the prepared bituminous surface cleaned with mechanical broom befor BC. sr no 5.2 MoRTH specification 503 (ii)..including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Providing and laying bituminous concrete Grade II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderVG30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per sr no 5.5 MORTH specification clause No. 507 B complete in all respects. including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Construction of Ptari with ordinary soil obtained from road side with all lifts and lead up to 5 km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.sr no 3.16 MORTH specification no 507 B complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Drain Work :-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per sr no 9.01 MORTH specification clause No.304 B complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

For Culvert:- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per sr no 9.01 MORTH specification clause No.304 B complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per sr no 9.4 MORTH specification clause No. 2100 complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.RCC Grade- M-20 of cement coarse sand FM 2.5 and stone aggregate 20mm . Technical Specifications. As per MORTH 12.80 including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.RCC Grade- M-25 of cement coarse sand FM 2.5 and stone aggregate 20mm . echnical Specifications. As per MORTH 12.80 including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. as per sr no 9.7 MORTH specification clause No. 1400, 1405.4 (A) complete in all respects. including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 600 mm dia complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Laying Reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia complete in all respects . including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per sr no 9.9 MORTH specification clause No1300& 2200 complete in all respects including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications as per sr no 9.10 MORTH specification clause No. 1300&2200 complete in all respects . including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. as per sr no 9.16 MORTH specification clause No.1600 complete in all respects including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

(C) For Signage Work :- TRAFFIC SIGNS - STOP - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

STRAFFIC SIGNS - RUMBLE STRIP - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

STRAFFIC SIGNS - ROAD DIRECTION BOARD- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

TRAFFIC SIGNS - MAXIMUM SPEED LIMIT - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

TRAFFIC SIGNS - VILLAGE BOARD- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

Providing and laying of hot applied thermo plastic compound Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads The finished surface to be level, uniform and free from streaks and holes. as per IRC 35 SI no-1. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

Thermoplastic bar marking is a softer treatment to reduce the speed. One set of bar marking (refer TM 08) comprises of 6 bars of 300 mm wide. Each strip of thermoplastic strip shall be of 5 mm high and shall be set applied across the full width of the carriageway. including cost of material , all taxes ,labour ,T&P etc as per direction of engineer in charge

Supply and Erection of built up overhead structure of 12-15meter. Span comprising of two vertical posts of 6.00meter height made up of 300mm NB heavy class MS pipe as vertical member welded with 10mm MS plate (750x750mm) at top and (900x900mm) at bottom for bearing of horizental frame comprising of 50mm NB heavy class main pipe and 32mm NB medium class bracing pipe as per approved design and drawing with one coat of steel primer and two coats of synthetic enamel paint complete with construction of RCC having 1:4:8 CC (1.80x1.80x0.15m) with 40mm ballast and 1:2:4 RCC of size 1.50x1.50x0.30m & 0.90x0.90x1.80 and including 25mm dia 600mm long foundation bolts and erection & hoisting of structure including cost of reinforcement etc. all complete as per direction of E/I

Supply of cantilever structure 6m height made of MS Pipe 300mm dia 6m long having both side 10mm thick MS base plate along with on top side structure 6m long made of 40mm and 32mm dia MS pipe complete with RCC foundation 1:2:4 filling at site including cost of material , all taxes ,labour ,t&p etc as per direction of engineer in charge

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